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HomeMy WebLinkAboutHarrington Bottling Company Distribution Center GENERAL NOTES I CONTRACTOR $HALL VERIFY EXISTING CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATON, w w 2 THE EXISTNG SRL SOIL 15 AN 062GANIC CLAY TO A DEPTH OF APPROXrSATELY 1,5'BELOW EXISTING GRADE. :� 'HIS MATERIAL 19 TO 6 QEMOVED dls idtH THE pUCJNG AND PAVING AND REPLACED uRu d SANDY GRAVEL FILL REFER TO REMOVED SITE AND STRUCTURAL DETAILS FOR OVEREXCAVATION RESUREMEN'S.IN ADDITON -wE GROUNDWATER 15 SHALLOW AND DEWATERN'.a WILL BE NECESSARY FOR CONSTRUCTION REFER TO THE GEOTECLI EVALUATION REPORT ATTACHED N THE PROJECT MANNA FOR EXISTING SITE SOL AND GROUNDWATER INFORMATION •. Ex w WATER LIE -W- NEW WATER LNE 3 SURPLUS TOPSOIL MAY BE USED FOR CONSTRUCTON Or THE BERMS. f A THG CON-RAC"OR SwALL TAP AND MSTALL TwE 2'WATER SERVICE TO THE CURD THE rt Z i i EXISTING 5E1.ER LINE NEW SEWER LINE M S'ALL '«E RE••A:NING LASER SERVICE PROM --F T T THE L 1MG HE OWNER WILL PAY OREC'_+ TO TwE C"'• �'1 'ExPENSE C«ARa6D BY -..E CITY POR rwE �N5TA«r_ATON OF THE 7-SERVCE FROM T«E PROPERTY LINE TO TwE BUILDING EXISTING TELEP%ONE LINE T NEW TELEP-ONE LINE 5 -HE CTY Oc BO=EMAN -ILL TAP THE NEW a'PVC SANITARY LERVCE INTO rHE MAN AND STUB R OUT TO THElbI `P ` -_G --_ EXISTING GAS LNG _G NEW GAS LINE PROPERTY LME.T«E SITE CONTRACTOR SHALL CONTINUE THE SERVICE TO A PONT 5'OUTSIDE OF BULDNG. > .EAhQ BE PROVIDED IS- T-K PLUMBING i --- EXISTING ELECTRICAL LINE H ADDENDUM I - •�Ii r wA TwE CITY cOR twE TAIL AT T,.E SANITARY u TO SHE •Y 4"'JED A5 PER E NEW ELECTRICAL LINE 6 DrMN51ONING SwOWN 19 TO PACE OF CURB UNLESS OTHERWISE NOTED, -- -- EXISTNG MANHOLE \ NEW CONTOUR 1 CONTRACTOR IS QESPONS15LE FOR EROSON CONTROL.USE STRAW BALES AND/OR SLt FENCING TO PREVENT SEDIMENT `aDSO FROM ENTERING EXISTING ORdNAGES. - aD50 "__-_- EXISTING CONTOUR NEW A9RIALT PAVING -SEE 2/C.1 326 D.31'TO GRLINE M '- TI EXISTING TELEPwONE PEDE91Al 0 NEW EXTERIOR CONCRETE PA•lEMEVT _ 9795' I L Ar RCP .499 F ' A3' NEW D'wIW CHdM L'NK FENCE F` 30'WATER MAN EXTENSION EASEMENT EXISTING APPROACH DIP CLASS 51 EXISTING IY CJL r AS PER •.�NEu 69fl 'Y Il l ADDENG7un � GLAS9:'S0'.•PS/F! D' HIGH 12 PPLAN RE LAN -SEE �\ PROpERr.- PIN \ \ QEPLACE 6'90'BEND CHAIN L2NK S-FET CI PROFILE \ "6LOW CAP O ~l b'TEE AND PLW SECURITY ,. -OP OF �J TEE TO LEST PENCE BERM .\ I ARTIFICIAL LOT LINE SLOPE OPE 'O \ 3250 b'VALVE GRADE A. COL04 ELLOu\ \ \ _ M �L•I Tl ADDED SIDE YARAC-C R.,, i 1�1 I ►L�1 SET7nCK LINE AND BOX aDJ1 A Z STOP\\ \ PL 15"RCP .aSZ9 90'� ^ Ili' l ' a-32 I 931�..-I W W _- L1 W 4 W u- \ W---f---paaDll.3T L V / L /.• I CURB V TQ,^FE T •� _ dD31 - - ---- SEE VCI\ __ - 9L YE_ /MOVE RE AN /.' $. --------- ---------- - rv--- oba+1------------ ae3i--------"- j31.21 --©" - 'y70---'- -- - -------- "�-'------ - -- cur 2 a5 .,.3 _ _ _____ _____ ___ ____4________________ 3776' ' V 32 J3.3a• ,r3" � 32.D5 ___ _ E ID_RC /• � I a032 -_ 32 SA „6 STORAGE 3 5 L51U 1; 32J 1`< SNOW STORAGE Ga 30.10'T 1 - ;// e�5T0R^uATER AREA I -D33 3365, I33i5 e I • 3!. A o exw POND AREA 50'. _____ P e 32. - C2' 2TT l3.11 - POND dQfid BOTTO^, „3359 +�+g1 3.3 3'a 9T1 EL dD29.00. 3!2 I C,RB _UT r33 g5 O n 33-30 1.ps 3 A -- 31.0 1 5 SPACES'f 9'.a5' 1 g f 9..D1.SEE _2.1 33<� 3<as ' _ I a y 1 33.13y NEW c RE l r 31.9 5'ORM..IATER I.I I.I EISTCEHN:T.,'.OY,E rdTEN9ON Od . I�----- ---'1 --------- 5-RUC RE -�-ES f 15c1.I 5 SPACESIf9 -33-2 --/-rCS•OEGTNNaA:•'•-E 5.-e--'s�IT`1----- ^53. 335<�O\D AREA JET AIL 3.61 _0 LIrnT FLOW 3 Y3366 U{1 U TO PRE-DEVELOP�%NT Qas. _ o l3,6 �a13_3y1T 33. I !! 3a.'6 .,-.,P 3d.29 3a aD` '� 'h DISCHARGE-BOTTOM pp 1 3a.2 �, NE' _.. PER. T 1 FLOW LINE OF STRUCTURE OH 0 v _ > t_ IA K SCP- 3a.10e / _, erI s I A829.00' 1 0,34 .b END CURB 9' S I /+ I ! Sr.p rERL'�NE 1 a� 1 0 11 - _ ado N -STING • c?1 i3a alp 33.D 3 65 33G, 9 / � �. AN,D :x.TTER I I CHAIN L K Qn I H 11'312 D• 31 a 7�,��1�7 . D.DO 32.aQ PENCE 3391 3g. 3a 35 3.35 a 3 1R� yDl 3a 22 BOZE1Y1C11V I I I I I 12'RCP DISC«ARGF 3f.3m 31.9D 3d 13 a.25 �a 3a 3L ' L g 3 , �- - °B'° N10NTANA PIPE -SLOPE A'0 51 < I I .` •.\ ,\ PP E 31.10- --L 3 C % /3361 � 33.a -3360x_.- ro ' ry _ WIDE II \ CURB CUT 60 SEE t/C2.1 .. r s • __ 5► t _ _ 'SIN It T 1 II _ -_- --- � ~_ _.- - - - _ ` L in 30 Tp y ~ B� ^ __ __ h1 1z IIyy w I I Ae w •b I L7 �� - - - 13 / 1, I Q A0' J 1 - 3 /; -- E-- - -E 3<.<= I"R - 31.30 31.9* v -� 1 b 6 �• - 505, I, .D0 \ 3a.ID • _ EES 7O z Z p 32.91 AIN W 32.15 SEE ARCwITc 4AL s 3a 5p F \ �31 .P `33.15 33.I 33.dI my o E TT I E U]MOVE INIS4 FLOOR - �' )3.66 A_s tl = VALVE I a EL. 4834,S0' r E z I I 1.1 BOIL PFE " SEEAL ITER2SERVCE ENTRANCE BCYG • v v i ---/_-_ 3d 50 • _ /'1 O 15 :CRAC i II NEW PRE t .-- � I I TDRANT 3216 1 !I I E aT CLEANOUr.aDZT SANITARY �16C'E .36� ! / 13DIP / CIO I I A5 PER CLASS e 91 Q I STE CON-RACTOR O N5-ALL FRO�C£ w /• __ 1 .. ADDENDUM 1 =R __EA ,_- SRO=R- A BOTTO" ...T C5% �► gT uA eR �I 11 LEu 6�eJd c -�- -a 3"1 L POR rNrL OP _E o. CtA$$;18O;T+Gf7 SNOW __ 5-A_L VOT^E LESS - ! CST /AREA BO-SOWN/ P RE LINE -SEE S-CRAGE EL D,�I.'_ 1 1 PAN AND PROFILE AREA 0.33 / Is 5-E=S CI.2 AND 111.21 - ---� ToP r _ COPYRIGHT 1997 1I �� BER" % T YARD CTA 1 .. 32.50 30'PARE WATERMAN __ - - / \ EXTENSION EASEMENT AQEA C i ACK ARCHITECTS =ARKING AREA �, J If \ ENGKERS \•\\ / �/ IS RCP OSCHARGE 11 B' HIGw / PIPE -SLOPE AT 05t n By ee •wssaN+P 17 2 -nFr ED Br •I N1 SE!URITLII'NI, Q 3 Sy / s-CQ,"-ER , °`'G wb SECUR �, /• DE'EhTON•RETEN90N rl,E WARE:FENCE '_- , -. '.�•' PDND AREA O'NwARRBT_ ','T DISCHARGE 5-RUG-.RE 1 T -,-c_O_ 3 O PRE-ICE✓E-C-ENT ooppppQ T T O>SC_ARGE -I50-CM o S0NT ANC B; e'f' F_O,• �ME 7< S-R.CT.RE o� 1 1\ ® > 4D31 A 3e 5C 3,00 pppp0oo \\ 33.40 ­3a.00 3400 1 \\ 2 \ I 33.50 33._0 H-CRANT . A-GN WITH I I _________________ .•• i ______N_________ _____ ______________��__ ___________________________________________ ----- __ -ExLS71WG________ _ MOVE.. \\ ARTIFICIAL LAY.SING r__-- Ham=-RANTS z VALVE A.oROx.35, •N; \ \ a' A033 A� FRO`•. EDGE OF I PA✓EPSEhT ' � 6•VALVE .wv!2 ----__-_.-__ _--_--x 32.46 �2 DLLNIGI.eC:9c.•,1e10LLd ` ADDED 1s6r FaT DRNf Dl_nG5 AST'AIM Rd f.afY 2,11 so aD33 Faua•Y 2.8 2711 b3.03' ADO'Yl•Oe• DP C:A59 51 30'WATER MAN SCFYAQD QAS PER 9ET5ACC EXTENSION EASEMENT NEW K Gb'4� ADDENDUM el FES LOOP -SEE • - PLAN AND PROFLE SHEET C.3 A\ LAYOUT PLAN RECORD DRAWINGS C1SITE CsRADINcz AND LAYOUT PLAN THESE CONTRACT DRAWINGS WERE PREPARED CLI SCALE r'=I0' BY CTA ARCHITECTS ENGINEERS FROM NORTH REF INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTORS. TO THE BEST OF CTA ARCHITECTS ENGINEERS HNOWLEGE THIS INFOR- MATION IS ACCURATE;HOWEVER CTA ARCHITECTS ENGINEERS HAS NOT VERIFIED THIS INFORMATION OR FIELD CONDITIONS. SHEET 21 OF 5 i Ivw ,I l z„ II FINISH FLOOR 0 4 EL, A83A.50' - [*_4 ��_ --=Fs I 8 • ICI C SC-a7aE - ° 1 ' 3 !! i a II _ �� �- !8 ® 0• y �a� I I � E--( /mil 1+1 / �7 i it TA ;60 MAtCH LINE 5EE SHEET CI.3 pe�A - II ii 0 a g Q ! ice , ly � 5P PC T COPPER WATER 9ERVCi I�D D5 U° -------------------- --- A933 CY CITY OF BOZEMAN 4D33 PEPS Ilk P I �N GX?EN$GN EASE•'ENT /. — - AD32 ,•/ r ---------------------------------- -- --- BOZEMAN 8 8 VALVIE & A93' , cD32 v 'n i F+ W y-- y t W W u - 4 - - u - - - - - - - -' - - - - - - - - - -' - - - '-' - - - - - - — - -- - - - - cD32 A0;0 •e31 - - W SION EASEMENT '� �' lC v /1 z 4- DIP CLASS $1 �r 7 WATERPIAIN CONSIRCTION NOTES AND SPECIFICATIONS w A ADDENDUM LEGEND S PER ~ f ' [�, ti CONTRACTOR SHALL riY EXISTNG CONDI-IONS AND UTLIT`^ LOCATIONS PRIOR TO EXCAVATION v E-' WATERMAN SHALL BE IQILE RON CLASS 51 WALL THICKNG99 AS PER AWWA CI I I EXISTING WATER LINE W NEW WATER LING ICI ,^ 2 5. N$?ALLED D15INFEOZE AND TESTED A9 PER Z FORTH EDITION LIY WEE TION SPECIFICATION ORW4 ­IFIWSEIAIN)F TEQI S AND 'a SECTION 2111IbS 1 . OF QlAIN IN tCOCi nODIF CA1�pN 4 9 NEW SEWER LINK L � '✓1 FOURTH GDRpN MAY IC.SE F ISO EMANL FOR IS $H LL MATERIALS AND SECTION 02T3 FOR uA-EMENT D SHALL H ---9--- EXISTING SELf'R LINE I REQUIREMENTS 6. N THE F OF ppLGLAT THE AREA SMALL BE ENCASED WITH TIAN 65 AS ENCASEMENT AND SHALL HAVE A �^ O U MWMUn OF 6.5 FEET OF37VER.INSULATE M AREAS a«ERG COVER 19 LESS THAN 65'AS NOTED. ---T --- E%ISTMG TELEPHONE LINE T NEW TELEP«ONE Leff I"1 O 3 WATERMAN FTTFJGS 960L BE DUCTILE RON CLASS 51.REFER TO MPW55 OCTAL 02113i FOR THRUST CLOCKING ---G --- EXISTING GAS LINE NEW GAS LINE 4--1 U EX S7 G WATERL INE PLAN STA, 0 0 - s Z" Q c FIRE HYDRANTS AND aVF9 SHALL Ci SPECIFIED AS PER SECTION 02TIe OF THE MPu95 AND INSTALLED AS PER RE-LAC • - STA 6�60 --E --- Ex19TMG ELECTRICAL LINE COB MODIFICATIONS (AIVITION (MAY ISS1) NOTES RECORD DRAWINGS -_ - NEW ELECTRICAL LINE 5 THE WATER SGRVCE StL BE T TYPE•K`COPPGR CONNECTED AND INSTALLED AS PER SECTION 02T15 AND _ SC. ".,IO --C--- EXISTING nA1.WOLfi \ NEW CONTOUR DETAIL 02TIS-I OF THE 11S.CONTRACTOR SHALL INSTALL 15 FOOT TO EDGE O<EA AND INSTALL THE NORTH REF THESE CONTRACT DRAWINGS WERE PREPARED `AD`-'O O CURB STOP AND EOXZY.THE REMANNG SERVCE WILL BE INSTALLED BY THE CTY OF BOZEMAN WATER/SEUER BY CTA ARCHITECTS ENGINEERS FROM M.y DEPARTMENT-CURB STi TO INCLUDE A STATIONARY ROD. INFORMATION PROVIDED BY THE CONSTRUCTION _" __ 6 CONTRACTOR TO HAVE=PSS OF PLJSS FOURTH EDITION AND CITY OF BOZEMAN (COCJMODIFCATIONS IN POSSESSION CONTRACTORS. TO THE BEST OF CTA EXISTING CONTOUR M AT PQECONSTUC-ION MONK. ARCHITECTS ENGINEERS KNOWLEGE THIS INFOR- MATION IS ACCURATE!HOWEVER CTA ARCHITECTS EXISTMr. TELEPHONE PEDESTAL ENGINEERS HAS NOT VERIFIED THIS INFORMATION _ -_D CONDITIONS. COPYRIGHT 1997 CTA NtCH7ECT5 w ©5- OTCO -STA NSTAL- 660 LF ':LA S 5`D:CTLE RON P „ENGINEERS 7771 26 -r � V Q 4 '� J:LE «AR15c•c_ HARRBtNTA rW� •• LL w � V Awl 0 6 3 9 r 7] 49-0 w J 2 4 '1 4: O zA�FJO Op AS =- aDCENWn •I COVER L w -_ a „-- OF 6. 'THROB � �ui W � � SC,STERG'�Vo 2 1 W U `L�U�uoo 0 w r o i 48A0 FINISH a-G T EXIST GRADE 4L-30 - - ° 4?30 -ELEP NE-� lr-Ex C.M,-:NE - s r` OLLl g.WIG&.InSSOA.A 1W POLY DWA 4$-0 r 49-0 9LLM5lM%02 «Ky« PON'IN LINE A.Jf.AW�1.6-•+'A EXJI-n ce23.2z RI FY FOR A14 OVAL ___ :^T_-- U1414W2A6-3TM NEW eA, -ERMAN SEE NOTES OR SPECIE 'ION FIRELINE PLAN AND --_ PROP;LE STA 0.00 - TO STA 6.60 2 WATERL INE PROF ILE STA.0.00 - STA 6•15 SHEET OF S II STA 6•60 MATCIA L: SEE SHEET C1.2 - oiaTY •-Y2-ou--— i R j <,� w ~N yam LL II VALVE 3 7 W O II s-d 7.,9 FIB HYDRANT W 1-1 ~ I I3& 30'XQE Loop 'g FINISH FLOOR I I EASEMENT EL. 4834,W' / O ► �+ I'I OP CLASS 51 AS PE4 47DEVP•M •1 F➢7[,LOGE: / v II ©GRAVEL PARKING /• AND FUTr'RE II EXPANSION A4EA /• V a-00 F-1 1\ I 2 O 3 \,\ - Y0, I O 3 PEP_ BOZEM.-k- W W W� I t F �.. W , ` � g �W a W��W � � a �-- �-� NIONT:-kNA all - o 8 AS33 - .833 a - y o T co �• Ply d. \ 6-X 6"TEE AND PLUG FOR N�I FUTURE EXPANSION I `m LEGEND m z � z WATERMAIN CO STRUCTION NOTES AND SPECIFICATIONS O L I CONTRACTOR SHAL✓ERIFY EX STING COtiiTONs AND UTILITY LOCATION5 P41OR TO EXCAVATION ---W--- EXISTn4 WATER LINE -W NEu WA,R _NE I� E. ^�' 2 WATERMAN SwALL'JE DUCTILE RON CLASS 511-IALL TMCKVESS AS PER ALMA C154 INSTALLED,DISINFECTED AND TESTED AS PER _S NEW SEER _NE L. V�• O,.RT„ EDIT _g___ EXISTING SEWER LOA [�-` U R'IONTANIA PUDLC EgCS STANDARD SPEr_FiCATON nPu55-= ION JdNMARY 1996fCT' OF DG=EnAN fCOD�MOOFICAT1pN -- O FOURTH EDITION 1'!19BT 9ECTON 0.260A FOR WATERMAN nA'EQI S AND SECTION 0213 FOR WATE4'A:N INSTALLATION -_T ___ EXISTING TELEPE.pNE l►i -T- NEW TELEPHONE Ls.E '/1 O REOURET•ENTS N w CITY OF DOTAN -TIE PIPE SMALL DE ENCASED WITH POLYETHYLENE ENCASEMENT AND SHALL HAVE A - L•.+ MNUrUM OF 6.5 Fi OF COVER.NS,.A•E N AREAS LwfiRE COVER IS LESS THAN 6S'AS NOTED. _ r 1 -_(� ___ EXISTING GAS LmE _G Nfd1 GAS LINE '7 V WATERMAN FITTNE SHALL DE DUCTILE RON CLASS 51,REFER TO rFEuee CETAL 07Tt3i FOR THRUST DLOCKRNG r, LI n A FFE HYDRANTS AN VALVES SMALL DE SPECFED AS PER SECTION 02T16 OF THE MPWSS AND INSTALLED AS PER EExx19TW.ACE WATERLINE PLAN ETA,h`C� - STA 13*26 R E C()K D DRAWINGS ---E --- EX19TING ELECTRICAL LINE _E _ NEW ELECTRICAL LINE 1-1 COD MODLCATIOMATH EDITION (MAY 199U. NOTES - SCALE I'•:O' - EXISTING MANHOLE NEW CONTOUR NORTH REF THESE CONTRACT DRAWINGS WERE PREPARED S THE WATER BERME SHALL . T TYPi "R S44ALLCOPPERINSTALL CONNECTED AND IN DGE OF A PER SECTION TALL AND BY CTA ARCHITECTS ENGINEERS FROM CURB TOTi9-I OF 7E MONLY.CONTRACTOR SHALL CEIL15 FOOT TO EDGE OF EASEMENT AND INSTALL THE INFORMATION PROVIDED BY THE CONSTRUCTION 1� CURD STOP AnD'DJ( ONLY.THE RETLNNG SE4•✓CE WILL BE INSTALLED BY THE CITY OF DOZEMAN WATEWSELYE4 CONTRACTORS. TO THE BEST OF CTA EXISTING CONTOUR (f] DEPARTMENT C'UJWSTOP TO NCLUOG A STA'OvQ— 4OD. ARCHITECTS ENGINEERS XNOWLEGE THIS INFOR• - ADSO ' 6 101,TRACTOR TO 4NE COPES a MPWSS F0.R'- E='ON AND CITY OF BOZEMAN COB,nOCT� ,, S N POSSE9SON MATION IS ACCURATE.HOWEVER CTA ARCHITECTS A'PRECON'9^UCTw MEETING ENGINEERS HAS NOT VERIFIED THIS INFORMATION II T I EXISTING TELEPHONE PEDESTAL OR FIELD CONDITIONS. —j � COPYRIGHT 1997 w ©$-A Zc -5, i3.6 NS,LL 606 LF CLASS IC'U:-_E '4 v P-= N 7 F AE GI�SEERS w r _ r J r� L ry EU 9. 41 W F} 4 In N J aAUG 26 ISS1 X r tlt 2= oOo id HAR497L us lLE. ..AR5C102 T Z C S W W 1 0 NT 9A S Q j W LL �a�u o o Mp H� QQ O o• • 1- Z o 2 w ry G?_G Ulf o°A a F LL u•JI �OZ w v S�fC(STF.R�'�aV4, v w F y n e w n�x r n F w �G0000�oo LL r $ -- 4 U. _`,. G310 tiJ O = Ex 5-,a _-RADfi EX 3AE E N 9 R r ~ 4 a - - - _---__ __ __________ ____ - c8�0 ----- -- ---- ---- ` e32c m X E_- Z D -.- -- \ x Is"roLT GR,✓E O� 45:0 BILWIGM%02 EX-c= = 2=Y ne_5 n NGULA-r _ D F IREU!..E PLAN AND PROF IL E STA 6.60 TO STA 13.26 L7 1 WATERL INE PROP IL E STA. 6*750 - STA 13*26 SHEET Ct 3 r,F S